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Home My WebLink AboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Q Date:_/L/ 'q 17 Permit Number: Building Permit Application DEC J 5 20117 Planning and Development Services Building and Code Regulation Division PERNllTTIiJG 2300 Virginia Avenue, Fort Pierce FL 34982 St. Lucie County, FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential CK PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: '5,702- t-JeT- 16-5 '6 1 d-0 Legal Description: COV'00 Ng'0_79 Xyz&1 - .5-oz-Property Tax ID#: I -0'7'f8 - o o'o- to Lot No. Site Plan Name: F;Aa. 'e- W__ Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: f'Ja CONSTRUCTION INFORMATION: Additional work to e e orme un er t is permit-check all Lbat appy: HVAC Gas Tank ❑Gas Piping MGenerator Shutters Windows/Doors 11 Electric Plumbing Sprinklers _Roof Roof pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ )'4 40 5 yrz Utilities: Sewer 0 Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name 'A-0KV__ ocbL Name: PeterACafarolll Address: SrvZ rIcr.rtf.s a tvo Company: Lowes Home Centers, LLC P Y� City: geXc" State:_ Address: P.O.,Box 781993 Zip Code: 5? �f9 5, Fax: City: Orlando State:FL Phone No. CD ZI - X710- 1 S-t f Zip Code: 32878-1993 Fax: E-Mail: Phone No. 407-393-9161 Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: CGC1508417 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: !)--Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,1 do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concur cy review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and acces o uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commenceent ay result in your paying twice for improvements to your roperty. A Notice of Commencement mus be r corded a osted on the jobsite before t e f r t insp io . If you intend to obtain financing, cons t wit lender r a attorney before comme i ork dr recdrding your Notice of Commencement. V \-/ V e—, S Signatureo Owner/Lessee/Cont ctor s Agent for Owner Signat r of Contractor/License er STATE I FLORIDA STAT OF FLORIDA COUNTY F COUOF ORANGE The forgoing instrument was acknowledged before me The fo oing instrument was acknowledged before me this L day of 1c20 11 by this 4) day of 20 1-1 by PETER A CAFARO III PETER A CAFARO III (Name of person ackno edging) (Name of person acknowledging) Vgnatu-rh of Notary Public-St to o Florida) (Si atur ota Pub Ic-State of lorida) Personally Known x OR Produced Identificati n Personally Known x r ed Identification Type of Identification Pt y' Y� Type of Identification Procl6t tom„ f KanryPubrest�eaf ' T Commission No. FF ss164T 981647 Commission No. FF sa�647 1114,2 i1�1 Eit�1r9lA617!lV�020 E�098'J647 e � Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 2017-12-01 14:30 installed sales 0703 7726927532 >> 0 P 5/6 P-1 C Fil v DEC 9 5 2017 PERMI'll-TiNG St. Lucie County, F-; raw Li -s Business Professional Regulation BCIS Home ( Log In � User Registration Hot Topics Submit Surcharge Stats&Facts !. Publications FBC Staff SCIS Site Map Links !. Search Product Approval T USER:Public User Wr C�► _� Product Approval Menu>Product or AppLcation Search>Application List>Application Detail DEC a 5 �Qrl FL# (�FL14593 R3 Application Type PER-AlTT1,01� Code Version 2014 St. Lucie coum, y; r Application Status Approve *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Syste Address/Phone/Email 16341 Domestic Ave. „ �`' Y Ft.Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hu Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/1.5.2/A440 2005 ASTM E 1886 2002 ASTM E 1996 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/28/2016 Date Validated 09/29/2016 Date Pending FBC Approval Date Approved 10/02/2016 Summary of Products FL# Model, Number or Name Description 14593.1 Series 1531 Non-Impact Vinyl Series 1531 Non-Impact Vinyl Double Hung Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14593 R3 C (`, NI0106U6 R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/28/2020 Design Pressure: +50/-50 Installation Instructions Other: Maximum Size: 48"x 72"Nailing Fin Installation. FL14593 R3 11 08-005608.Ddf Frame material to be rigid PVC from Deceuninck North Verified By: Luis R.Lomas,P.E.62514 America AAMA Certified(DEP-1) Created by Independent Third Party:Yes Evaluation Reports FL14a9 83 AL S1U949..p41f Created by Independent Third Party:Yes 14593.2 Series 1541 Non-Impact Vinyl Series 1541 Non-Impact Vinyl Double Hung Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14593 R3 C CAC NI010606 0I-R2 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +50/-50 Installation Instructions Other:Maximum Size: 47 1/2"x 71 1/2"Flange FL14593 R3 II (a u0u21B.Odf Installation.Frame material to be rigid PVC from Deceuninck Verified By: Luis R. Lomas,P.E.62514 North America AAMA Certified(DEP-1) Created by Independent Third Party:Yes Evaluation Reports FL14593 R3 AE 511004A odf Created by Independent Third Party:Yes 14593.3 Series 2551 Impact Vinyl Double Series 2551 Impact Vinyl Double Hung Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14593 R3 C CAC NI010605 Approved for use outside HVHZ:Yes FL14593 R3 C CAC NI01062£i Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/28/2020 Other:Maximum Size: 48"x 72"Nailing Fin Installation. Installation Instructions Frame material to be rigid PVC from Deceuninck North FL14593 R3 II 08-00566B.Ddf America AAMA Certified(DEP-1) Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL14593 R3 AE NOA Saflex PVB 15-1201 11 Ddf Created by Independent Third Party:Yes 4593.4 Series 2561 Impact Vinyl Double Series 2561 Impact Vinyl Double Hung Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No 1,450- L?3_(_ CAC N1010606.01-R2.udf Approved for use o Ida HZ:Yes >. ..._N101�2q=R1 sign,�� if Impact Resista .Yes Quality Assurance Contract Expiration Date Design Pressur : +50/-50 09/30/2020 Other:Maximum 72"Flange Installation.Frame Installation Instructions material to be rigid PVC from Deceuninck North America FL.!,,' )062 3. f AAMA Certified(DEP-1) Verified By: Luis R Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14593 R3 AE 511005A Ddf FL14593 R3 AE NOA Saflex PVB 15-1201 11.2df Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyridht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: REVISK?NS REV E7ESCRn*'ICKK 6tic nvr+RSJfE; ......................................................................................._......................... ......................................................................_......................... A MANUF'ACI'URER S NAME. CHANGE _......-03/04/09......._R.:I:.: .. . . . . .......................................... ........................._.... .... ...... 8 REVISED INSTAZ.tATiON DETAILS 06/19/15 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPI ONS WITH Sil=F1CIENT LENGTH 1. THE PRODUCT SHOWN HEREIN iS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 11 MINIMUM EDGE. REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLAT=ON DETAILS. 2. WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHORED TO PROPERLY 16. ALL FASTENERS TO BE CORROSION RESISI'AN'T. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 17, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR RESPONSIBILITY OF THE ARCHI'TE(T OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION iNSTPUCPONS AND ANCHORS SHALL NOT BE USED IN 3. IX BUCK OVER MASON RY/CCONCREI:E IS OPTIONAL. SUBSTRATES WITH STRENGTHS i.ES S THAN THE. MINIMUM STRENGTH SPECIFIED BELLOW: 4. WHERE SHIM OR BUCK THICKNESS IS ;.LESS THAN 1-112" WINDOW UNITS MUST BE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 ANCHORED THROUGH THE FRAME iN ACCORDANCE WITH MANUFACTURER'S PUBLISHED B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. INSTALLATION INSTRUCTIONS'. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO C. MASONRY - ST-RENGT'H CONFORMANCE 1'0 ASTM C-90, GRADE N, 'TYPE 1 (OF? GREA-R). MASONRY. CONCRETE OR OTiiER STRUCTURAL SUBSTRATE MATERIAL. 18. UNITS MAY BE INSTALLED WITH OR WITHOUT' ADD-ON FLANGE. 5_ WHERE WOOD BUCK THICKNESS iS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUB';SHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHI'TEC'T' OR ENGINEER OF' RECORD. 7. BUCKS SHALL. EXTEND BEYOND WINDOW INTERIOR FACE. SO THAT FUi.i.. FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR 'LOCATION WITH L.CAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUS! ALLOWABLE SH:M STACK TO BE 1/4". 9. SHIMS SHAL.i. BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPI_CABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-'...6 WAS USED FOR WOOD ANCHOR CAL.CU:ATIONS. i 1. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E.1300-04, SEE SHEET 2 FOR GLASS OPTIONS. i. APPROVED 48" X 72" PROTECTIVE SYSTEM IS NOT gEQUIRED FOR ,HIS PRODUCT N WIND BORNE DEBRIS RE'G!ONS, 14. FOR ANCHORING INTO WOOD FRAM;NG OR 2X B1UC%< USE q8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LCCATE ANCHORS AS SHOWN IN ELEVATIONS AND iNST.ALLA71014 DETAILS. SIGNED.0622:2015 �• ♦ EeSierll Y y11111t11 Z n U!.ESY 1K \\J\ •� / ✓,'IiN.6 UMI(.A zf.li `\,�.��g E N,p�.'�ip/ice tZtO ]ABLE vE' CONTENTS 2561 DOUBLE HUNG — LMI *� �� 48" X 72" = :.SHEET NO. DESCRIPT?N NOTES TATE OF •e4" ..._.._.._..__ _...-_._.__........__......._..._......._..._......................................_......, I NOTES REV i 'c ORVO; \ •� t---- }- -- —— ............_. . .. ..................._ /F /j OVAL \\ 2 t LLE'i�ATIgN '.M OS-00620 B // tS'% 3 - 4 NTS '/29/08 1 OF 4 ��Illl111111yy� R[�1$IDN$ RCV .^,F i/:N6"'IbN DATA' MPROVED 4$" MAX F'12AML: WIDTH i ..............................................................................._......._........-........_....._............. ........_....._--'-'---.................. .._....._...._.....tet A MANUFAC.TURE..R'S NAME.. CHANGE. 03j04/09 R.L.. _............................................._......._.........._..._._...._.._....._.__._......_........._....._...._._............_........ _......_........... _ 6" MAX 17 1/2" 1 S MAXL-,B Rf,VIyf:O INSTAlLAWN OETAILS O6j19j 15 R.L. MAXO.C. ___..._._._......._..........._..__........._..-....___._. ...._...__._..._.__ __... _.._.__ __.__. i i JL— 6" MAX1 8 1/2 !! // i 3/4' MAX J.C. 1 f_ 1 f8" ANN. - �2« MAX i -- ; U9U" PVB BY EASTMAN RME riEA�HT 1/8' ANN. I j SETTING BLOCK j X EXTERIOR % i ........... i 1/2' BINTERIOR 6" VAX J............ GLAZING DETAIL 154 1256VINYL._DOUBLE_HUNG_WINDOW - EXTERIOF?VIEW DESIGN PRESSURE RATING IMPACT RATING t50.0PSP LaR M/SSAIM E PACT SIGNED:0&22,2015 N�.:S. Eastern F.•-fN..N . `A\$«a. t"'%.,, �t `��`•• t MAXIMUM SASH SIZE: 44 318" X 35 3/4" _ UUW.S K 2. MAXIMUM D.L.O.: 43 50" X 34 10/4" 2561 DOUBLE HUNG - LMI W- ATIe 48" X 72" WELEVATIONOlc ONO N0. Ncvi ':�ORtO� NTS °"E 7/29 OB 08-00620 4 B ''ZIOJYAi��`� EG Ef)6 fANCL REV rt:=+:rtwn;v Darr: nnrrt et; W00i), F'RAWNG ^,, ......__..............................._._._................,,� .........a MAN.::�t-ACTUR`.......,��....'Al�tf::.....HAPIGE............................................. ........_...1tt9... K....:.:.......................... . OR [X GU.k ................... _- —__._.................. _ _........ ......_ __. ..... ErA3__,bcEN, ..._ ..............i.. ..._ ... BACKEF-1 ROD & APPRO•JED ,•i I, cl SEA:.ANT t 'i ,n> _ INTERIOR f I, '� 3 44 U;: E yf i it i —J— ..................ip ;r F �.:i ........ 1 _•_ i .. t .�...._....��_ t }$ ....__..,.. ....... ...... _. W l�i'�ifi) ZAIM..4V . INTERIOR :;k 2x 6 _._ ........ u �.>< .y EXTERIOR -- T EX ERIDR Y% t:3Ai^LR/ �` �) } JAMB INSTALLATION DETAIL '! ! t ..• \' _ WOOD FRAMING OR 2XWOK WSTAluTION M. V y. lr �n"7fk.+ •;kti h11X. NOTES: ice, 1 f. INTERIOR AND EXTERIOR FINISHES.BY OTHERS, NOT SHOWN FOR CLARITY '" 1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE }? DESIGNED IN ACCORDANCE WITH ASTME2112 —.___.___------ SIGNED:0612212015 VERTICAL CROSS SECTION ��_d, -��:<�,M 111►Iftrr FRAMrNGOR2xeLrcxrNsrA�urroN '•rte EasternR,•LO� /i/�� .•�GE(y8•:�tA;,� 2561 DOUD'_E HUNG — LNI *• 0 •t 48" X 72" �Q14 �I1��r4�� INST°•'_l.ATION Q ",$ �p E OF w= A, � ' ZOR G�\�� 4 i�fnSKiKS EDGE Vi"." c ,!<IC t rat Km aos nwravr CONCRETE/MASONRY ONRY '^ _.__. .....k VAN:JA=t Ui R SAW HAN' . f 74rt9 Rx1.. • BY OTHERS �'`�, •• n •a Ei Ri:.'.%"i.:.F: RN'it Ai.l.A`16td DF:`Ai'.S Oti:19/'5 P.L. 1/4" tBUCK - e :..5 EJFt. s O('TIONA;.. X . . e -d 6?-':. .fv' MAX. SEE NOTES z - ,..—. _ . K 1....... .................. t.t [M3 .?dt. " F SPACE FACE SHUT t ... . ....__ - L. ...�. LoN.,rpr giMo Nei _ f f APPROVED PACKER P(`I) - �.I 5€1! _-. 111 /QR ,.. ... OP'IONA;. 1X BUCK _.._ NOTES „SIRE' t t 3/16" TAPCON v i ":. f .. 7 .t ....W............ {{ __ .......... EXTERIOR ; t J.. I .. t r E _ INTERIOR - I�T..mac.. -- ,r r� • -- -- -- —.. t d ._. �`Sii'.�i'lEk '^•,CSF: ......................................... I JAMB INSTALLATION DETAIL ' "j'--`�"""" /• tv �E ) CONCRETEWASONRYINSTALLATION .... 8AC"Eft R C A, ,... L t_ ti .. _�. & AF ROVE:[) NOTES; SLALAN ' / t. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY \n' I - �— /'- M,1'( 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE C;I'tl=.;PIA:. X BOCK - " - A{;E'. S .C:. NCTE DESIGNED IN ACCORDANCE WITH ASTM E2112 i.F.i'JC;R 'E1JdA,SOkRY - ..._.........._.,.cc..__.."'_._.._____.•...._..._......._._— _._....._Q...._. _'._. `1►y ..nii[w uue« .aro�eua �,' 22f'1� E Eastern gam, ��\ R. CO v3� 2561 DOUKE HUNG - LNI *• 0 48" X 72" INSTALLATION OETAlLSOF Z VERTICAL CROSS SECTIONt`�A�ORIa�•` \\�� CONCAET&MASONRY INSTALLATION z f••...• G \ 05-CO620 0 '/i/401VAI`E��